• 소음진동
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• 제4권4호
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• pp.469-478
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• 1994

This paper desfcribes the formulation for the analysis of the free vibration of a circular cylindrical shell with elastic supports by the transfer influence coefficient method. This method was developed on the base of the concept of the successive transmission of dynamic influence coefficients. The analysis algorithm for circular cylindrical shell elastically restrained by springs, which plays an important role in many industrial fields, is discussed. The supporting springs have the axial, circumferential, radial and rotational spring constants uniformly distributed along the circumference of the shell. The simple computational results on a personal computer demonstrate the validity of the present method, that is, the numerical high accuracy, the high speed analysis method and the flexibility for programming, compared with results of the transfer matrixmethod and reference. We also confirmed that the present algorithm could obtain the solutions of high accuracy for system with a number of intermediate rigid supports. And we could easily treat the intermediate support and all boundary conditions by adequately varying the values of spring constants.

• 한국도로학회:학술대회논문집
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• 한국도로학회 2005년도 춘계학술대회 논문집
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• pp.21-26
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• 2005

• 한국산학기술학회논문지
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• 제20권4호
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• pp.503-509
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• 2019

더욱 작고 얇고 빠르며, 많은 기능을 가진 모바일 기기에 대한 요구가 그 어느 때보다 높다. 이에 대한 기술적 대응의 하나로 여러 개의 칩을 적층하는 Stacked Chip Scale Package(SCSP)가 어셈블리 업계에서 사용되고 있다. 다수의 칩을 접착하는 유기접착제로는 필름형 접착제인 die attach film(DAF)가 사용된다. 칩과 유기기판의 접착의 경우, DAF가 기판의 단차를 채우기 위해서는 고온에서 높은 유동성이 요구된다. 또한 와이어 사이를 채우면서 고용량 메모리와 같이 동일한 크기의 칩을 접착하는 DAF의 경우에도, 본딩 온도에서 높은 유동성이 요구된다. 본 연구에서는 DAF의 주요 원재료 3성분에 대한 혼합물 설계 실험계획법을 통하여 고온에서 낮은 탄성계수를 갖도록 최적화하고, 이에 따른 점착 특성 및 경화 특성을 평가하였다. 3성분은 아크릴 고분자(SG-P3)와 연화점이 다른 두 개의 고상에폭시 수지(YD011과 YDCN500-1P)이다. 실험계획법 평가 결과에 따르면, 고온에서는 아크릴 고분자 SG-P3의 함량이 작을수록 탄성계수가 작은 값을 나타내었다. $100^{\circ}C$에서의 탄성계수는 SG-P3의 함량이 20% 감소한 경우, 1.0 MPa에서 0.2 MPa 수준으로 감소하였다. 반면, 상온에서의 탄성계수는 연화점이 높은 에폭시 YD011에 의해 크게 좌우되었다. 최적 처방은 UV 다이싱 테이프를 적용시 98.4% 수준의 비교적 양호한 다이픽업 성능을 나타냈다. 유리칩을 실리콘 기판에 부착하고 에폭시를 1단계 경화시킨 경우, 크랙이 발생하였으나, 아민 경화 촉진제의 함량 증가와 2단계 경화를 통하여 크랙의 발생을 최소화할 수 있었다. 이미다졸계 촉진제가 아민계 촉진제에 비해 효과가 우수하였다.

• 구강회복응용과학지
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• 제25권1호
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• pp.31-40
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• 2009

고무인상재의 유변학적 특성은 높은 정확성을 가진 인상체의 채득에 중요한 역할을 한다. 그러나 국산 고무인상재의 유변학적 특성에 관한 연구가 거의 이루어지지 않았다. 이 연구는 국산 및 수입 고무 인상재의 유변학적 특성을 측정, 연구함으로써 임상적 과정에서 정확성 높은 인상채득에 도움이 되고자 함이다. 시판중인 Type 3 점성을 가진 6종의 고무인상재의 유변학적 특징을 측정하였다. 2종의 국산 폴리비닐실록산, 3종의 수입 폴리비닐실록산, 1종의 폴리이써, 1종의 폴리썰파이드에 대하여 plate 대 plate 형의 rotational rheometer인 HAAKE RHEOSTRESS $1^{(R)}$ 이용하여 Mixing 후 900초간 G′, Loss tangent 값을 측정하였다. 각 제품 당 3회씩 측정 후 통계분석하였다. 국산 PVS, 수입 PVS, Polyether, Polysulfide 모두 G′의 S자형 증가와, Loss tangent 값의 S자형 감소를 보였다. 경화 후 G′ 값의 최대치는 Polyether였으며, 최소치는 Polysulfide였다. Loss tangent의 초기값은 폴리이써 인상재에서 가장 높았으며 국산 폴리비닐실록산 인상재에서 가장 낮았다. 같은 점조도를 가진 국산 PVS 와 수입 PVS의 G′ 값은 유의한 차이가 없었으나, 초기 Loss tangent 값에서 유의한 차이가 나타났다.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2003년도 춘계학술발표대회 논문집
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• pp.157-160
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• 2003

Honeycomb sandwich composite structures have been widely used in aircraft and military industry because of light weight and high stiffness. Accurate mechanical properties of honeycomb materials are needed for analysis of sandwich composites. In this study, theoretical formula for elastic modulus of honeycomb materials was established considering bending and axial deformations of their walls. Finite-element analysis results were compared with theoretical ones of the longitudinal and transverse moduli of honeycomb materials. Consequently, the mechanical properties of honeycomb materials could be analytically predicted.

• 기술사
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• 제19권4호
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• pp.5-10
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• 1986

On SWS 41 Plates jointed by the F11T M 20 high strength bolts the study on stress behavior and safety degree until rupture in static tensile tests were performed. By these results, in case of no clamping force stress concentration was extremed for strain of about 10% higher ratio. Elastic strain occurred to change of test specimens depth by the load and plastic strain occurred to local minute sleep after elastic strain. compared shear stress with tension stress from the fracture load it was showned lower values than the maximum shear stress theory and stress strain energy theory.

• 대한기계학회논문집A
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• 제33권9호
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• pp.949-956
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• 2009

The C(t)-integral describes amplitude of stress and strain rate field near a tip of stationary crack under transient creep condition. Thus the C(t)-integral is a key parameter for the high-temperature crack assessment. Estimation formulae for C(t)-integral of the cracked component operating under mechanical load alone have been provided for decades. However, high temperature structures usually work under combined mechanical and thermal load. And no investigation has provided quantitative estimates for the C(t)-integral under combined mechanical and thermal load. In this study, 3-dimensional finite element analyses were conducted to calculate the C(t)-integral of elastic-creep material under combined mechanical and thermal load. As a result, redistribution time for the crack under combined mechanical and thermal load is re-defined through FE analyses to quantify the C(t)-integral. Estimates of C(t)-integral using this proposed redistribution time agree well with FE analyses results.

• Computers and Concrete
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• 제7권4호
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• pp.317-329
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• 2010

The paper describes localization of deformation in a bar under tensile loading. The material of the bar is considered as non-linear viscous elastic and the bar consists of two symmetric halves. It is assumed that the model represents behavior of the quasi-brittle viscous material under uniaxial tension with different loading rates. Besides that, the bar could represent uniaxial stress-strain law on a single plane of a microplane material model. Non-linear material property is taken from the microplane material model and it is coupled with the viscous damper producing non-linear Maxwell material model. Mathematically, the problem is described with a system of two partial differential equations with a non-linear algebraic constraint. In order to obtain solution, the system of differential algebraic equations is transformed into a system of three partial differential equations. System is subjected to loadings of different rate and it is shown that localization occurs only for high loading rates. Mathematically, in such a case two solutions are possible: one without the localization (unstable) and one with the localization (stable one). Furthermore, mass is added to the bar and in that case the problem is described with a system of four differential equations. It is demonstrated that for high enough loading rates, it is the added mass that dominates the response, in contrast to the viscous and elastic material parameters that dominated in the case without mass. This is demonstrated by several numerical examples.

• 대한기계학회논문집
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• 제19권8호
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• pp.1876-1888
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• 1995

In this paper, glass surface-mat reinforced epoxy(G.S.R.E.) is developed, It is assured that the material(G.S.R.E.) can be used as photoelastic model material and it satisfy with the required properties of photoelastic model material. Therefore, the material can be used as model material of transparent photoelastic experiment when we analyze the stress distributions of transversely isotropic material by photoelastic experiment. When we use G.S.R.E. as photoelastic experiment model material, we had better use the G.S.R.E. which fiber volume ratio is less than 0.7% in the high temperature(stress freezing method) and than 1.74% in the room temperature. Relationships between stress fringe value and elastic modulus in transversely isotropic material are developed in this paper, it is assured by experiment that they are established in the room temperature or in the high temperature. Therefore we can obtain stress fringe value or elastic modulus from the relationships between stress fringe value and elastic modulus.

• Computers and Concrete
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• 제21권1호
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• pp.87-94
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• 2018

This paper presents the results of an experimental study to investigate the influences of high temperatures on the mechanical properties of concrete containing recycled fine aggregate. A total of 150 concrete prisms ($100{\times}100{\times}300mm$) and 150 concrete cubes ($100{\times}100{\times}100mm$) are cast and heated under five different temperatures ($20^{\circ}C$, $200^{\circ}C$, $400^{\circ}C$, $600^{\circ}C$, $800^{\circ}C$) for test. The results show that the mass loss, compressive strength, elastic modulus, splitting tensile strength of concrete specimens containing recycled fine aggregate decline significantly as the temperature rise. At the same temperature, the compressive strength, splitting tensile strength, elastic modulus of concrete specimens containing recycled coarse aggregate and recycled fine aggregate (RHC) is lower than that of concrete specimens containing natural coarse aggregate and recycled fine aggregate (RFC). The shape of stress-strain curves of concrete specimens at different temperatures is different, and the shape of that become flatter as the temperature rises. Normal concrete has better energy absorption capacity than concrete containing recycled fine aggregate.